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Semi-rigid column base connections in pultruded GRP frame structures.

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Semi-rigid column base connections in pultruded GRP frame structures. / Turvey, G. J.; Cooper, C.
In: Computers and Structures, Vol. 76, No. 1-3, 2000, p. 77-88.

Research output: Contribution to Journal/Magazine › Journal article

Harvard

Turvey, GJ & Cooper, C 2000, 'Semi-rigid column base connections in pultruded GRP frame structures.', Computers and Structures, vol. 76, no. 1-3, pp. 77-88. https://doi.org/10.1016/S0045-7949(99)00143-1

APA

Turvey, G. J., & Cooper, C. (2000). Semi-rigid column base connections in pultruded GRP frame structures. Computers and Structures, 76(1-3), 77-88. https://doi.org/10.1016/S0045-7949(99)00143-1

Vancouver

Turvey GJ, Cooper C. Semi-rigid column base connections in pultruded GRP frame structures. Computers and Structures. 2000;76(1-3):77-88. doi: 10.1016/S0045-7949(99)00143-1

Author

Turvey, G. J. ; Cooper, C. / Semi-rigid column base connections in pultruded GRP frame structures. In: Computers and Structures. 2000 ; Vol. 76, No. 1-3. pp. 77-88.

Bibtex

@article{bf70da7a45084a399b3d11c02786e5d1,
title = "Semi-rigid column base connections in pultruded GRP frame structures.",
abstract = "A review of moment–rotation tests on bolted connections between pultruded Glass Reinforced Plastic (GRP) Wide Flange (WF) sections highlights the lack of test data on column–base connections. Details of five bolted web and web and flange cleat connections and the test rig used to determine their moment–rotation characteristics are given. Moment–rotation responses are then presented for each connection. Simple models are described for predicting their initial rotational stiffness, ultimate moment and moment–rotation response. The models predict the response of bolted web and flange cleat column–base connections reasonably well and may be useful for design.",
keywords = "Column–base, Composites, Connections, GRP, Modelling, Pultrusions, Testing",
author = "Turvey, {G. J.} and C. Cooper",
year = "2000",
doi = "10.1016/S0045-7949(99)00143-1",
language = "English",
volume = "76",
pages = "77--88",
journal = "Computers and Structures",
publisher = "Elsevier Limited",
number = "1-3",

}

RIS

TY - JOUR

T1 - Semi-rigid column base connections in pultruded GRP frame structures.

AU - Turvey, G. J.

AU - Cooper, C.

PY - 2000

Y1 - 2000

N2 - A review of moment–rotation tests on bolted connections between pultruded Glass Reinforced Plastic (GRP) Wide Flange (WF) sections highlights the lack of test data on column–base connections. Details of five bolted web and web and flange cleat connections and the test rig used to determine their moment–rotation characteristics are given. Moment–rotation responses are then presented for each connection. Simple models are described for predicting their initial rotational stiffness, ultimate moment and moment–rotation response. The models predict the response of bolted web and flange cleat column–base connections reasonably well and may be useful for design.

AB - A review of moment–rotation tests on bolted connections between pultruded Glass Reinforced Plastic (GRP) Wide Flange (WF) sections highlights the lack of test data on column–base connections. Details of five bolted web and web and flange cleat connections and the test rig used to determine their moment–rotation characteristics are given. Moment–rotation responses are then presented for each connection. Simple models are described for predicting their initial rotational stiffness, ultimate moment and moment–rotation response. The models predict the response of bolted web and flange cleat column–base connections reasonably well and may be useful for design.

KW - Column–base

KW - Composites

KW - Connections

KW - GRP

KW - Modelling

KW - Pultrusions

KW - Testing

U2 - 10.1016/S0045-7949(99)00143-1

DO - 10.1016/S0045-7949(99)00143-1

M3 - Journal article

VL - 76

SP - 77

EP - 88

JO - Computers and Structures

JF - Computers and Structures

IS - 1-3

ER -